Midwestern Engineers, Inc. Plan Preview

-".I- � II I ;: I " II 11 _/ 1• ,, p T IPE & UBE RAILING "GUARDRAIL" T/WALKWAY RF I I I I II I I ELEV. 439.50' II ~ $ T/WALKWAY ' ,, I I I I'< T/WALL ELEV. 439.50' $ � 12" 0. 1 . F/M INFLUENT FROM HEADWORKS ®l BLDG. INV 423.0' 6" FLOOR DRAIN LINE INV 420.75' (F.V.) e 6" TANK DRAIN LINE INV 420.67' (F.V.) T/WALL $ ELEV. 438.50' $ H.W.L. ELEV. 435.25' (5.7 MGD) ELEV. 435.15' (3.25 MGD) --- - - -- 0* --- I ,. � - " '• . ' ,1 -- - --1--� ..r I T/SLAB J ' -_ -_ -_ ---1,S,1>-��--- L ELEV. 423.25' -�.- -----=--.:1r PROPOSED GRADE VARIES ELEV. 428.0' TO 424.75' ------- ------- - - � ,. - ----====lO ALUM. GRATING STAIRS 20 RISERS @ 6.90"�11'-6" RISE 19 TREADS @ 11"�17'-6" RUN q;_ S H AFT ELEV. 436.0 $ T/CENTER SLAB ELEV. 434.0' T /CONG. STOOP ELEV. 428.00' 1 1Q" 0.1. RAS. ELEV. 426.80' TO 424.75' / EXISTING GRADE VARIES 'l NORTH ELEVATION SCALE. = 1'-0" 1 "' " " ELEV. 428.0' TO 424.75' / PROPOSED GRADE VARIES PIPE & TUBE RAILING "GUARDRAIL" T/WALKWAY ELEV. 439.50 CONTRACTOR TO SUPPLY AND INSTALL PIPE SUPPORT BRACKETS AS NEEDED PER MFGR'S RECOMMENDATIONS, TYP. ALL LOCATIONS NEW MH102 (CHEMICAL FEED MANHOLE) T/RIM ELEV. 427.40' T/PIER (F.V.) ELEV. 427.50' I _ - -ELElL42fi.D'___ 1 Q" D.I. RAS. INFLUENT .ffiDM....Cl.AlllEIEllS_ INV. 423.0' <>$>---=� t�iv� L A _ B _ 42� 3�.2� 5�. ---[_ L --=---=--=--:.:.-_ - _-:.:_--:__ _�:_-_ - _ -:.:_:.:_ -:_ :_-_-_ -=:.:. -_ -:_-_-_-==--- - -=-- - --== --- - --=--- -= =---- --=--=---=-=-- --=--=--:.-=---_-:.:_--:__ -:_:_-_-_-:.:_--:__- C H EMICAL FEED LINE IN -;_�����������..,:::��������������..,:::��������������..,:::��������������..,:::�����= CONDUIT FROM NEW CHEMICAL FEED/L A B/OFFICE BUILDING jl T/WALKWAY I 439.50' ELEV. ' T/WALL II - . � 111 - ii I II I I I I , i I II I I I! - EAST ELEVATION SCALE: 3/i 6 " � 1'-0" I � ' '' . II( ,-'I) ((�JIii " II 24" D.I. EFFLUENT TO CLARIFIERS FLOW SPLITTER BOX INV 418.0' 11 - 1111/..J - V ' i ' I " - EXISTING GRADE VARIES ELEV. 426.80' TO 424.75' I . 1111 (.JI ' ' I • I . -l- -_ - ---= = 1 ::::J ·�r - ELEV. 438.50' H.W.L. - ELEV. 435.25' (5.7 MGD) ~ ELEV. 435 15' (3 25 MGD) / NEW MH102 (CHEMICAL FEED MANHOLE) T/RIM ELEV. 427.40' I ,I- "' T/FTR ' . ELEV. 426.0' - I �© 10" D.I. RAS. F/M 0 INFLUENT FROM ---�-"c-'-' LA -= R " ' 1 = F 1"' ER � s= 1 N � V � . - 4 � 2 � 3 � .o '"' · 0 ,I; J I 24" 0. 1 . EFFLUENT ' TO C LA RIFIERS _FLOW SPLITTER BOX INV. 418.0' I PIPE & TUBE RAILING "GUARDRAIL" . I SI T/WALKWAY 0 ELEV. 439.50' ELEV. 438.50' c = 1 o " 0.1. RAS. INFLUEN� 12" 0.1. INFLUENT H.W.L. ELEV. 435.25' (5.7 MGD) ELEV. 435.15' (3.25 MGD) NEW MH102 (CHEMICAL FEED MANHOLE) T/RIM ELEV. 427.40' T/FTR ELEV. 426.0' 10" 0. 1 . F/M RAS. INFLUENT FROM C LA RIFIERS INV. 423.0' 24" D.I. EF' J;tlffi'ff-..- - - TO CLARIFI RS FLOW SPLITTER P ix / I \ I _'Ir - "'" . q;_ SHAFT - \#' ELEV. 436.0 - $ T/CENTER S LA B I/ CONTRACTOR TO SUPPLY AND ELEV. 434.0' J/ INSTALL PIPE SUPPORT BRACKETS AS NEEDED PER MFGR'S RECOMMENDATIONS, / PROPOSED GRADE VARIES TYP. ALL LOCATIONS / ELEV 428.0' TO 424.75' 7 '- - L_�_ --- - - - - -- =--.,II, ;-I- - - - - - --------- - - - - - - ---------- c = ------- --------- - - - - - - - - - -- --- T/WEIR J ELEV. 434.69' 0 ELEV. 426.80' TO 424.75' / EXISTING GRADE VARIES ------ 1 --- - - - - - ---- -- ---------- - - - - - - - - - - - - - - - " CONTRACTOR TO SUPPLY AND � INSTALL PIPE SUPPORT BRACKETS AS NEEDED PER MFGR'S RECOMMENDATIONS, ----...... 1 TYP. ALL LOCATIONS - .L =:J - - - - - - - I ::::J�OCI T/S LA B 423.25' 0 -- ELEV. - - -- - - - ' "7----.. Jr, ' \ _J /. - - T I I L NEW M (CHEMI T/RIM � I J ' H102 CAL FEED MANHOLE) ELEV. 427.40' 12" 0. 1 . INFLUENT FROM HEADWORKS BLDG. INV. 423.0' 6" FLOOR DRAIN LINE INV. 420.75' (F.V.) "' INV. 418.0' T/WALL $ ELEV. 438.50' $ H.W.L. ELEV. 435.2S' (5.7 MGD) ELEV. 435.15' (3.25 MGD) T/SLAB $ ELEV. 423.25' SOUTH ELEVATION SCALE: 1'fs" = 1'-0" PIPE & TUBE RAILING "GUARDRAIL" ---__JF___ CONTRACTOR TO SUPPLY AND INSTALL PIPE SUPPORT BRACKETS AS NEEDED PER MFGR'S RECOMMENDATIONS, TYP. ALL LOCATIONS 6" FLOOR DRAIN LINE O �a TO NEW MH101 - WEST ELEVATION SCALE. ',fo" � 1'-0" 6" TANK DRAIN LINE w/PLUG VALVE (TYP OF 3) TO NEW MH101 NEW MH101 T/RIM ELEV. 428.0' 8" 0. 1 . PIPE TO P LA NT/EQ PUMP STATION WET WELL. PROPOSED GRADE VARIES ELEV. 428.0' TO 424.75' 12" D . I. FORCE MAIN INFLUENT FROM HEADWORKS BLDG. OXIDATION DITCH - TANK ELEVATIONS REVISIONS 08-27-21 BID SET t'O 2021 Midwe,tern l:ngim,,r;. Inc. 801 \V�sl Broadway S1tect P 0. Box 195 Loo�ootce. !n,liana 4755_; DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. a.c. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.04 44 OF 114 FILE NUMBER 42028 Do Not Use Plan Previews for Take Off